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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹100.0 LAccepted-AOC | ₹100.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.0 CrRejected-AOC ASSAM AS | ₹1.0 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹1.0 CrRejected-AOC BARLAWGAON P O KALIAGAON DIST CHIRANG BTR ASSAM | ₹1.0 Cr | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | chakrasing Muchahary L3 | Sri Miniswrang Basumatary L2 | Nirja Karzee L1 |
|---|---|---|---|---|---|---|
| 1.00 | Road Work:
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
(i) By Manual Means
(a) In area of non thorny jungle | 0.81 | Hect | 52,500 ₹42,262.50 | 52,995.08 ₹42,661.04 | 52,995.08 ₹42,661.04 |
| 2.00 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1,125 | Sqm | 85 ₹95,625 | 7.35 ₹8,268.75 | 7.35 ₹8,268.75 |
| 3.00 | Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level,
watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 1,192.84 | Cum | 220 ₹2.6 L | 40 ₹47,713.52 | 36.16 ₹43,133.02 |
| 4.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land | 2,667.98 | Cum | 300 ₹8.0 L | 258.21 ₹6.9 L | 258.21 ₹6.9 L |
| 5.00 | Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(i) Private Land | 897.3 | Cum | 360 ₹3.2 L | 339.68 ₹3.0 L | 339.68 ₹3.0 L |
| 6.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
A) By Mix in Place Method
(ii) For Grading II Material | 664.54 | Cum | 1,950 ₹13.0 L | 2,260.29 ₹15.0 L | 2,260.29 ₹15.0 L |
| 7.00 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tones in stages to proper grade and camber, applying and brooming screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density.
A By Manual Means
II Grading III | 332.27 | Cum | 4,210 ₹14.0 L | 4,339.23 ₹14.4 L | 4,339.23 ₹14.4 L |
| 8.00 | Providing and laying interlocking concrete block pavement with M40 having thickness 80mm as per technical specification clause 1504 complete including carriage.
a) Including Edge block/ Edge restraints | 4,430.29 | Sqm | 1,250 ₹55.4 L | 1,161.08 ₹51.4 L | 1,161.08 ₹51.4 L |
| 9.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
(ii) 600 mm equilaterral triangle | 15 | Each | 3,500 ₹52,500 | 3,933.19 ₹58,997.85 | 3,933.19 ₹58,997.85 |
| 10.00 | (iii) 600 mm circular | 8 | Each | 3,500 ₹28,000 | 5,345.8 ₹42,766.40 | 5,345.8 ₹42,766.40 |
Tender Value
₹100.0 L
EMD Value
₹2 L
Closing Date
2 Jan 2026, 1:30 pmClosed
The Addl. Chief Engineer-cum Director, BTC
O/o the Addl. Chief Engineer-cum Director, BTC
Construction of Road from Monakocha Chowk Bazar to Palengbari No.1 G.P Border village Road under Thuribari Constituency in Chirang District under Monakocha VCDC under CMs Goodwill Mission Project under RIDF-XXXI for the year 2025-26 in BTC. TN_71_CHR
2025_BTC_49219_1
No.ACE-22/PWD/NIT/GOODWILL
Open Tender
Civil Works – Roads
270 days
Chirang
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
₹2 L
Yes
18 Mar 2026
12 Dec 2025
3 Jan 2026
12 Dec 2025
2 Jan 2026
12 Dec 2025
12 Dec 2025 - 2 Jan 2026
Road Work: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (i) By Manual Means (a) In area of non thorny jungle
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.
Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. A) By Mix in Place Method (ii) For Grading II Material
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tones in stages to proper grade and camber, applying and brooming screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density. A By Manual Means II Grading III
Providing and laying interlocking concrete block pavement with M40 having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 600 mm equilaterral triangle
(iii) 600 mm circular
iv) 800mm x 600mm rectangular
vii) 900 mm side octagon
Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (ii) Ordinary Kilometer stone (Precast)
Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (ii) 200 m stone (Precast)
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973
RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. (b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
Rubberised Rumble Strips
Utily Shifting
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
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